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<br />Attachment C-2
<br />
<br />Dry Creek at Pueblo, upstream section
<br />Cross Section for Irregular Channel
<br />
<br />Project Description
<br />Project File
<br />Worksheet
<br />Flow Element
<br />Method
<br />Solve For
<br />
<br />c:lhaestadlfmwldrycrk,l,fm2
<br />Dry Creek at Pueblo, upstream section
<br />Irregular Channel
<br />Manning's Formula
<br />Discharge
<br />
<br />Section Data
<br />Wtd, Mannings Coefficient
<br />Channel Slope
<br />Water Surface Elevation
<br />Discharge
<br />
<br />
<br />100,
<br />
<br />0,040
<br />0,008000 ft/ft
<br />100,00 ft
<br />3,588,65 cfs
<br />
<br />"
<br />
<br />99,0 ,.,..,. ...."'.,.',.,."..,.",."..,.,..,..,'....,.,",...,..
<br />
<br />~
<br />-
<br />
<br />98,0
<br />
<br />.'........ .'........ .'........ .'........ .'.... .... J
<br />
<br />97,0
<br />
<br />, , ,
<br />................................ .
<br />, , ,
<br />
<br />, , ,
<br />...................... .
<br />, , ,
<br />
<br />c
<br />o 96.0 .".",'.'""....."."" ',' . , , , , , ", .,".,....,..,."'.'",,.,'.
<br />'"
<br />>
<br />"
<br />UJ
<br />
<br />.
<br />
<br />95.0 ........ j . . . . . . . . J. . . . . . . . .'. . . . . . . . .'. ....... '. . . . . . . .. ........,
<br />
<br />05/16/97
<br />11 :00:46 AM
<br />
<br />94,0
<br />
<br />. . . .
<br />..................................... .
<br />. . . .
<br />
<br />, , ,
<br />........................ .
<br />, , ,
<br />
<br />93,0
<br />
<br />.................................................. .
<br />. . , . .
<br />
<br />92,0
<br />0,0
<br />
<br />20,0
<br />
<br />40,0
<br />
<br />60,0 80,0
<br />Station (ft)
<br />
<br />100.0
<br />
<br />Colorado Water Conservation Board
<br />Haeslad Methods, Inc. 37 Brookside Aoad Waterbury, CT 06708 (203) 755-1666
<br />
<br />........... .
<br />, ,
<br />
<br />120,0
<br />
<br />140,0
<br />
<br />FlowMaster v5.12
<br />Page 1 of 1
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